Cyclopedia of architecture, carpentry, and building : a general reference work (1912)
American Technical Society · Chicago : American Technical Society · leaf 287
stress in that member dueto any other vertical panel load, multiply the stress here given by thevertical panel load. For example, if the stresses in VJj^^ (Fig. 24) or LJj^ (Fig. 31)due to a panel load of 3 000 pounds, were required, they would bedetermined as follows: U^ L^ (Fig. 24) 3 000 X - 1.… … The Station and Approach
Architecture · Building
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